Soil improvement using ground granulated blastfurnace slag (GGBS) and reactive magnesia (MgO)

As the population in Singapore rises, there was a strong need to utilise unused land consisting of weak soft marine clay by incorporating soil improvement techniques like Deep Soil Mixing (DSM) and dynamic compaction for top layer soils. The utilisation of Portland Cement (PC) have been known throug...

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Main Author: Sathesh M Tamil Selven
Other Authors: Teh Cee Ing
Format: Final Year Project
Language:English
Published: 2017
Subjects:
Online Access:http://hdl.handle.net/10356/71332
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-713322023-03-03T17:19:21Z Soil improvement using ground granulated blastfurnace slag (GGBS) and reactive magnesia (MgO) Sathesh M Tamil Selven Teh Cee Ing School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical As the population in Singapore rises, there was a strong need to utilise unused land consisting of weak soft marine clay by incorporating soil improvement techniques like Deep Soil Mixing (DSM) and dynamic compaction for top layer soils. The utilisation of Portland Cement (PC) have been known throughout the world for soil improvement. However, with the environmental impact that is brought along with the production of PC, various authors and researchers from different backgrounds have set their course on looking for other environmentally friendly materials as a substitute for PC. Ground Granulated Blastfurnace Slag (GGBS) has been a prominent material that could potentially eliminate the usage of PC in terms of soil stabilisation. In order to strengthen and reach its full activation, an alkali known as Reactive Magnesia (MgO) is needed together with GGBS. In this paper the utilisation of GGBS and MgO on Kaolin is investigated and its effect on soil is gauged through the stiffness. Adding on, a new compaction method known as “two step compaction with reversal of loading face” was implemented to allow the compaction to be more efficient. Various graphs and results with different parameters like curing days, binder content shows clearly, that there is a significant improvement in stiffness with increased usage of GGBS and MgO. The study also seeks to find out the most optimum ratio of MgO/Binder content to benefit the use of this novel activator with GGBS on actual sites. Through a comparative analysis of the range of curing periods, there was a significant improvement on the stiffness of soil. The highest stiffness value (5220 MPa) came from a 28 days old specimen of 10% MgO content with a binder composition of 30%. Bachelor of Engineering (Civil) 2017-05-16T05:00:27Z 2017-05-16T05:00:27Z 2017 Final Year Project (FYP) http://hdl.handle.net/10356/71332 en Nanyang Technological University 73 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Geotechnical
spellingShingle DRNTU::Engineering::Civil engineering::Geotechnical
Sathesh M Tamil Selven
Soil improvement using ground granulated blastfurnace slag (GGBS) and reactive magnesia (MgO)
description As the population in Singapore rises, there was a strong need to utilise unused land consisting of weak soft marine clay by incorporating soil improvement techniques like Deep Soil Mixing (DSM) and dynamic compaction for top layer soils. The utilisation of Portland Cement (PC) have been known throughout the world for soil improvement. However, with the environmental impact that is brought along with the production of PC, various authors and researchers from different backgrounds have set their course on looking for other environmentally friendly materials as a substitute for PC. Ground Granulated Blastfurnace Slag (GGBS) has been a prominent material that could potentially eliminate the usage of PC in terms of soil stabilisation. In order to strengthen and reach its full activation, an alkali known as Reactive Magnesia (MgO) is needed together with GGBS. In this paper the utilisation of GGBS and MgO on Kaolin is investigated and its effect on soil is gauged through the stiffness. Adding on, a new compaction method known as “two step compaction with reversal of loading face” was implemented to allow the compaction to be more efficient. Various graphs and results with different parameters like curing days, binder content shows clearly, that there is a significant improvement in stiffness with increased usage of GGBS and MgO. The study also seeks to find out the most optimum ratio of MgO/Binder content to benefit the use of this novel activator with GGBS on actual sites. Through a comparative analysis of the range of curing periods, there was a significant improvement on the stiffness of soil. The highest stiffness value (5220 MPa) came from a 28 days old specimen of 10% MgO content with a binder composition of 30%.
author2 Teh Cee Ing
author_facet Teh Cee Ing
Sathesh M Tamil Selven
format Final Year Project
author Sathesh M Tamil Selven
author_sort Sathesh M Tamil Selven
title Soil improvement using ground granulated blastfurnace slag (GGBS) and reactive magnesia (MgO)
title_short Soil improvement using ground granulated blastfurnace slag (GGBS) and reactive magnesia (MgO)
title_full Soil improvement using ground granulated blastfurnace slag (GGBS) and reactive magnesia (MgO)
title_fullStr Soil improvement using ground granulated blastfurnace slag (GGBS) and reactive magnesia (MgO)
title_full_unstemmed Soil improvement using ground granulated blastfurnace slag (GGBS) and reactive magnesia (MgO)
title_sort soil improvement using ground granulated blastfurnace slag (ggbs) and reactive magnesia (mgo)
publishDate 2017
url http://hdl.handle.net/10356/71332
_version_ 1759857619523076096